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CN106760175A - A kind of precast wall panel of steel grating aluminium film coating phase-change materials and preparation method thereof - Google Patents

A kind of precast wall panel of steel grating aluminium film coating phase-change materials and preparation method thereof Download PDF

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Publication number
CN106760175A
CN106760175A CN201611226017.4A CN201611226017A CN106760175A CN 106760175 A CN106760175 A CN 106760175A CN 201611226017 A CN201611226017 A CN 201611226017A CN 106760175 A CN106760175 A CN 106760175A
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connection box
exterior wall
steel grid
wall panel
plate
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CN106760175B (en
Inventor
蔡焕琴
李雪娜
麻建锁
王丽楠
李明宇
麻海栋
杨得卉
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Haotai Engineering Construction Group Co ltd
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Hebei University of Architecture
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/08Producing shaped prefabricated articles from the material by vibrating or jolting
    • B28B1/084Producing shaped prefabricated articles from the material by vibrating or jolting the vibrating moulds or cores being moved horizontally for making strands of moulded articles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/14Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
    • B28B1/16Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted for producing layered articles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/28Cores; Mandrels
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/38Treating surfaces of moulds, cores, or mandrels to prevent sticking
    • B28B7/384Treating agents
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials

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  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Panels For Use In Building Construction (AREA)
  • Building Environments (AREA)

Abstract

一种钢格栅铝膜包裹相变材料的预制外墙板及其制作方法,包括内叶板、外叶板和相变复合保温层,所述相变复合保温层包括芯板、保温金属箔和支撑连接箱;芯板是由相变材料一体制成,支撑连接箱的包括钢格栅骨架和混凝土拦截网,支撑连接箱与芯板之间的缝隙共同形成腔体。钢格栅骨架外壁连接有插接杆,外叶板和内叶板分别通过插接杆与支撑连接箱连接,预制外墙板的宽度方向的两个端部相对应分别形成通长的凸头端和凹槽端。本发明具有连接性能良好、具有储能、减小室内外温差的优点,实现了建筑节能与装配式建筑相结合的目标。

A prefabricated exterior wall panel with phase change materials wrapped in steel grid aluminum film and its manufacturing method, comprising inner leaf boards, outer leaf boards and a phase change composite thermal insulation layer, the phase change composite thermal insulation layer includes a core board and thermal insulation metal foil and the supporting connection box; the core plate is made of phase change material, and the supporting connection box includes a steel grid skeleton and a concrete intercepting net, and the gap between the supporting connection box and the core plate forms a cavity together. The outer wall of the steel grid skeleton is connected with a plug-in rod, and the outer leaf plate and the inner leaf plate are respectively connected to the supporting connection box through the plug-in rod. end and groove end. The invention has the advantages of good connection performance, energy storage, and reduced indoor and outdoor temperature difference, and realizes the goal of combining building energy saving with prefabricated buildings.

Description

一种钢格栅铝膜包裹相变材料的预制外墙板及其制作方法A prefabricated exterior wall panel with steel grid aluminum film wrapped phase change material and its manufacturing method

技术领域technical field

本发明属于建筑构件领域,具体涉及一种内设钢筋网格栅铝膜包裹相变材料的预制夹心外墙板及其制作方法。The invention belongs to the field of building components, and in particular relates to a prefabricated sandwich exterior wall panel with a steel grid grid aluminum film wrapped in a phase change material and a manufacturing method thereof.

背景技术Background technique

我国作为一个建筑大国,其每年的新增建筑面积位居世界前列,这也就意味着在建造过程中势必有大量的能源消耗,同时建筑物的建造形式也成为我国现在较关注的一个问题,因此,建筑节能和装配式的有效结合成为当今建筑行业的一个热门研究课题。As a big construction country, our country's annual new building area ranks among the top in the world, which means that there will inevitably be a lot of energy consumption in the construction process, and at the same time, the construction form of buildings has become a problem that our country pays more attention to now. Therefore, the effective combination of building energy saving and assembly has become a hot research topic in today's construction industry.

近几年装配式建筑慢慢步入正轨,而预制剪力墙结构则成为装配整体式混凝土结构的热潮,在当今形式下如何将节能与装配式建筑有效的相结合则成为了研究的必要内容。经多年的研究和实践证明,建筑的外围护结构的热能耗损失约占整体建筑的40%以上。因此,降低建筑外围护结构的热能损耗尤为重要。In recent years, prefabricated buildings have gradually entered the right track, and prefabricated shear wall structures have become an upsurge in assembling integral concrete structures. How to effectively combine energy saving and prefabricated buildings in today's form has become a necessary content of research . Years of research and practice have proved that the heat energy loss of the building's outer envelope accounts for more than 40% of the overall building. Therefore, it is particularly important to reduce the heat loss of the building envelope.

传统的外围护结构的保温形式主要包括外保温、内保温和夹芯保温板三种,在装配式建筑中,由于外保温的做法需要在工厂墙板制作完成后粘贴保温层或者施工现场粘贴保温层,则增加了一道工序,延长了工期,另外,由于实际应用中还极易出现外保温层脱落的现象;而内保温则在装修与使用过程容易被破坏。因此,现在国内外常用的为复合墙板,预制三明治保温墙板由于其将保温材料设置在墙体中间层,用外叶板与内叶板维护起来,可以达到保温与结构同寿命的优点,并且减少了外界因素的干扰,所以其应用的范围越来越广泛。The traditional thermal insulation forms of the external enclosure mainly include external thermal insulation, internal thermal insulation and sandwich thermal insulation boards. In prefabricated buildings, due to the external thermal insulation method, it is necessary to paste the thermal insulation layer after the factory wall panels are manufactured or paste them on the construction site. The insulation layer adds a process and prolongs the construction period. In addition, the outer insulation layer is prone to fall off in practical applications; while the inner insulation is easily damaged during decoration and use. Therefore, composite wall panels are commonly used at home and abroad. Prefabricated sandwich thermal insulation wall panels can achieve the advantages of heat preservation and structure with the same service life because they arrange thermal insulation materials in the middle layer of the wall and maintain them with outer and inner blades. And the interference of external factors is reduced, so the scope of its application is more and more extensive.

虽然预制三明治保温板具有以上优点,但也存在相应的问题:一、内叶板、保温层及外叶板之间的连接可靠性依然存在质疑,并且使用传统连接件的形式还会导致冷热桥现象,增加成本;二、保温材料的导热系数低,并且没有调节温度和储能的功能,导致室内外温差较大,损耗能耗,降低室内人体的舒适度。Although the prefabricated sandwich insulation board has the above advantages, there are also corresponding problems: 1. The reliability of the connection between the inner leaf board, the insulation layer and the outer leaf board is still questionable, and the use of traditional connectors will also cause cold and hot Bridge phenomenon, increasing costs; 2. The thermal conductivity of thermal insulation materials is low, and there is no function of temperature adjustment and energy storage, resulting in large indoor and outdoor temperature differences, loss of energy consumption, and reduced indoor comfort.

发明内容Contents of the invention

本发明的目的是提供一种钢格栅铝膜包裹相变材料的预制外墙板及其制作方法,要解决现有现有的三明治保温墙板,连接可靠性依然存在质疑、存在冷热桥现象的技术问题,还要解决保温材料的导热系数低,没有调节温度和储能的功能,导致室内外温差较大,损耗能耗,降低室内人体的舒适度的技术问题。The purpose of the present invention is to provide a prefabricated exterior wall panel with phase change materials wrapped in steel grid and aluminum film and its manufacturing method, to solve the problems of the existing sandwich insulation wall panels, the connection reliability is still questionable, and there are cold and hot bridges In order to solve the technical problem of the phenomenon, it is also necessary to solve the technical problems of the low thermal conductivity of the thermal insulation material and the lack of temperature adjustment and energy storage functions, resulting in a large indoor and outdoor temperature difference, loss of energy consumption, and reduced indoor human comfort.

为实现上述目的,本发明采用如下技术方案:To achieve the above object, the present invention adopts the following technical solutions:

一种钢格栅铝膜包裹相变材料的预制外墙板,包括尺寸相同的钢筋混凝土的内叶板、钢筋混凝土的外叶板和夹设在两者之间的相变复合保温层,所述相变复合保温层包括芯板、覆裹在芯板表面的保温金属箔和承装芯板的支撑连接箱;A prefabricated exterior wall panel with phase-change materials wrapped in steel grid aluminum film, including reinforced concrete inner blades of the same size, reinforced concrete outer blades and a phase-change composite insulation layer sandwiched between them. The phase-change composite thermal insulation layer includes a core board, an insulating metal foil wrapped on the surface of the core board, and a supporting connection box for holding the core board;

所述芯板是由复合相变材料一体制成,包括中轴板和对称分布在中轴板两侧的翅片板,所述支撑连接箱的包括钢格栅骨架和分别满铺固定在钢格栅骨架前后两侧的两片混凝土拦截网,所述支撑连接箱与芯板的尺寸相适应,同时支撑连接箱与翅片板之间的缝隙共同形成腔体;The core plate is integrally made of composite phase-change materials, including a central axis plate and finned plates symmetrically distributed on both sides of the central axis plate, and the supporting connection box includes a steel grid skeleton and is respectively paved and fixed on steel grids. Two pieces of concrete intercepting nets on the front and rear sides of the grid skeleton, the size of the support connection box is compatible with the core plate, and at the same time, the gap between the support connection box and the fin plate forms a cavity together;

所述钢格栅骨架外壁前后两侧均布固定连接有相对格栅骨架垂直外伸的插接杆,所述外叶板和内叶板分别通过插接杆与支撑连接箱的前后两侧固定连接形成预制外墙板;The front and rear sides of the outer wall of the steel grid frame are evenly distributed and fixedly connected with inserting rods extending vertically relative to the grid frame, and the outer blades and inner blades are respectively fixed to the front and rear sides of the supporting connection box through the insertion rods connected to form prefabricated exterior wall panels;

所述外叶板和内叶板前后对正,所述支撑连接箱相对外叶板和内叶板朝宽度方向的一侧错位,使预制外墙板的宽度方向的两个端部相对应分别形成通长的凸头端和凹槽端。The outer blades and inner blades are aligned front and rear, and the supporting connection box is misaligned toward one side of the width direction relative to the outer blades and inner blades, so that the two ends of the prefabricated outer wall panels in the width direction correspond to each other. Form long male and female ends.

所述钢格栅骨架包括平行设置的两片格栅网片和连接两片格栅网片四个角部的角柱连接杆,所述格栅连接网片由横纵交叉的钢筋焊接而成。The steel grid skeleton includes two grid mesh pieces arranged in parallel and corner post connecting rods connecting the four corners of the two grid mesh pieces, and the grid connecting mesh pieces are welded by horizontal and vertical cross steel bars.

所述角柱连接杆包括位于宽度方向上同侧的两根凸头端杆和两根凹槽端杆,所述凸头端杆位于凸头端的端部、与钢格栅骨架的外壁平齐,所述凹槽端杆位于凹槽端的端部、相对钢格栅骨架垂直外伸。The corner post connecting rods include two protruding end rods and two groove end rods on the same side in the width direction, the protruding end rods are located at the end of the protruding end and flush with the outer wall of the steel grid skeleton, The groove end rods are located at the ends of the groove ends and extend vertically relative to the steel grid skeleton.

所述插接杆均固定连接在钢筋的横纵交叉位置处。The inserting rods are all fixedly connected at the horizontal and vertical intersection positions of the steel bars.

所述插接杆包括外叶插接杆和内叶插接杆,所述外叶插接杆插入外叶板内,插入深度为50mm-80mm,所述内叶插接杆插入内叶板内,插入深度为20mm-30mm。The inserting rod includes an outer leaf inserting rod and an inner leaf inserting rod, the outer leaf inserting rod is inserted into the outer leaf plate with an insertion depth of 50mm-80mm, and the inner leaf inserting rod is inserted into the inner leaf plate , The insertion depth is 20mm-30mm.

所述混凝土拦截网由冷拔钢丝制成。The concrete intercepting net is made of cold-drawn steel wire.

所述复合相变材料石膏基石蜡相变材料、聚苯板基相变材料或膨胀珍珠岩基相变材料。The composite phase change material is a gypsum-based paraffin phase-change material, a polystyrene board-based phase-change material or an expanded perlite-based phase-change material.

这种钢格栅铝膜包裹相变材料的预制外墙板的连接结构,包括两片左右拼接的预制外墙板,所述拼接为榫卯拼接,将一片预制外墙板的凸头端插入另一片预制外墙板的凹槽端内,使凸头端杆与凹槽端杆贴合。This connection structure of prefabricated exterior wall panels with phase change material wrapped in steel grid aluminum film includes two left and right spliced prefabricated exterior wall panels, the splicing is mortise and tenon joint, and the protruding end of a prefabricated exterior wall panel is inserted into the In the groove end of another prefabricated exterior wall panel, make the protruding head end rod fit with the groove end rod.

这种钢格栅铝膜包裹相变材料的预制外墙板的制作方法,采用平模方式,制作步骤如下:The manufacturing method of this kind of prefabricated exterior wall panels with phase change materials wrapped in steel grid and aluminum film adopts the flat die method, and the manufacturing steps are as follows:

步骤一,按预制外墙板的设计尺寸制作芯板;Step 1, making the core board according to the design size of the prefabricated exterior wall board;

步骤二,在芯板的外侧覆裹保温金属箔;Step 2, wrapping the outer side of the core board with thermal insulation metal foil;

步骤三,按预制外墙板的设计尺寸制作支撑连接箱,在制作支撑连接箱时将芯板放入支撑连接箱内;Step 3, making a support connection box according to the design size of the prefabricated exterior wall panels, and putting the core board into the support connection box when making the support connection box;

步骤四,安装预制墙板的模具,并对模具进行清理后涂抹脱模剂;Step 4, install the mold of the prefabricated wallboard, and apply a release agent after cleaning the mold;

步骤五,在模具的底层铺设内叶板的板体钢筋,然后浇筑内叶板混凝土形成内叶板,浇筑完成后振捣成型形成内叶板;Step 5, laying the plate body reinforcement of the inner leaf plate on the bottom of the mold, then pouring the inner leaf plate concrete to form the inner leaf plate, and vibrating to form the inner leaf plate after pouring is completed;

步骤六,将带有芯板和保温金属箔的支撑连接箱放在内叶板混凝土上,同时使插接杆插入到混凝土的指定位置;Step 6, place the supporting connection box with the core plate and the heat-insulating metal foil on the concrete of the inner blade plate, and at the same time insert the plug-in rod into the designated position of the concrete;

步骤七,在支撑连接箱的上方铺设外叶板的板体钢筋,然后浇筑外叶板混凝土,使插接杆插入到混凝土的指定位置,浇筑完成后振捣成型形成外叶板;Step 7, laying the steel bars of the outer leaf plate on the top of the supporting connection box, and then pouring the concrete of the outer leaf plate, so that the inserting rod is inserted into the designated position of the concrete, and vibrating to form the outer leaf plate after pouring is completed;

步骤八,自然养护24小时后当混凝土均达到强度要求后进行脱模。Step 8, after 24 hours of natural curing, when the concrete reaches the strength requirement, demoulding is carried out.

与现有技术相比本发明具有以下特点和有益效果:Compared with the prior art, the present invention has the following characteristics and beneficial effects:

本发明提供一种了连接性能良好、具有储能、减小室内外温差的预制夹心外墙保温板,实现了建筑节能与装配式建筑相结合的目标。The invention provides a prefabricated sandwich exterior wall insulation board with good connection performance, energy storage and reduced indoor and outdoor temperature difference, and realizes the goal of combining building energy saving with prefabricated buildings.

本发明的夹心保温材料装入带有垂直钢筋棍的钢丝网箱,钢丝网箱保护夹心保温材料的同时,还利用两侧垂直钢筋棍浇筑时深入外叶板与内叶板中,形成了牢固的连接形式,提高了夹心内外墙板的整体连接性,摒弃传统的拉结件连接,避免了冷热桥现象,还大大降低了成本,便于推广。另外,本发明的夹心保温材料选用相变复合保温材料,将其形状作为翅片状同时使用铝膜包裹,钢丝网箱与夹心保温材料之间形成了一个空腔,不但提高了墙体的保温隔热效果,增强了墙体的导热性能,减少能耗节约了能源,还能够调节室内外温差,提升了室内环境的舒适度。The sandwich thermal insulation material of the present invention is loaded into a steel wire cage with vertical steel bars, and while the steel wire cage protects the sandwich thermal insulation material, it also uses the vertical steel bars on both sides to go deep into the outer and inner blades when pouring, forming a firm structure. The unique connection form improves the overall connectivity of the sandwich inner and outer wall panels, abandons the traditional tie connection, avoids the phenomenon of cold and heat bridges, and greatly reduces the cost, which is easy to promote. In addition, the sandwich insulation material of the present invention uses phase-change composite insulation materials, and its shape is shaped like fins and wrapped with aluminum film at the same time. A cavity is formed between the steel wire cage and the sandwich insulation material, which not only improves the insulation of the wall The heat insulation effect enhances the thermal conductivity of the wall, reduces energy consumption and saves energy, and can also adjust the temperature difference between indoor and outdoor, improving the comfort of the indoor environment.

附图说明Description of drawings

下面结合附图对本发明做进一步详细的说明。The present invention will be described in further detail below in conjunction with the accompanying drawings.

图1是本发明的预制板的结构整体示意图。Fig. 1 is a schematic diagram of the overall structure of the prefabricated panel of the present invention.

图2是图1的横向截面结构示意图。FIG. 2 is a schematic diagram of the transverse cross-sectional structure of FIG. 1 .

图3是图1的纵向截面结构示意图。FIG. 3 is a schematic view of the longitudinal cross-sectional structure of FIG. 1 .

图4 是本发明支撑连接箱带插接杆的立体结构示意图。Fig. 4 is a three-dimensional structural schematic view of the supporting connection box with a plug-in rod of the present invention.

图5 是图4的局部放大图。FIG. 5 is a partially enlarged view of FIG. 4 .

附图标记:1-外叶板、2-内叶板、3-芯板、3.1-中轴板、3.2-翅片板、4-保温金属箔、5-支撑连接箱、5.1-钢格栅骨架、5.11-格栅网片、5.12-角柱连接杆、5.121-凸头端杆、5.122-凹槽端杆、5.2-混凝土拦截网、6-插接杆、6.1-外叶插接杆、6.2-内叶插接杆、7-腔体、8-凸头端、9-凹槽端。Reference signs: 1-outer leaf plate, 2-inner leaf plate, 3-core plate, 3.1-axis plate, 3.2-fin plate, 4-insulation metal foil, 5-support connection box, 5.1-steel grid Skeleton, 5.11-grid mesh, 5.12-corner post connecting rod, 5.121-convex end rod, 5.122-groove end rod, 5.2-concrete intercepting net, 6-inserting rod, 6.1-outer leaf inserting rod, 6.2 -Inner leaf insertion rod, 7-cavity, 8-protruding head end, 9-groove end.

具体实施方式detailed description

实施例参见图1-5所示,一种钢格栅铝膜包裹相变材料的预制外墙板,包括尺寸相同的钢筋混凝土的外叶板1、钢筋混凝土的内叶板2和夹设在两者之间的相变复合保温层。外叶板作为相变复合保温层的保护层通常厚度为50mm-60mm;内叶板作为剪力墙的承重部分,按照设计配置钢筋,通常厚度为100mm-120mm;相变复合保温层通常的厚度为40mm-70mm。The embodiment is shown in Figures 1-5, a prefabricated exterior wall panel with phase change materials wrapped in steel grid and aluminum film, including a reinforced concrete outer leaf plate 1 of the same size, a reinforced concrete inner leaf plate 2 and sandwiched between A phase change composite insulation layer between the two. The outer leaf plate is used as the protective layer of the phase change composite insulation layer, and the thickness is usually 50mm-60mm; the inner leaf plate is used as the load-bearing part of the shear wall, and the steel bars are configured according to the design, and the thickness is usually 100mm-120mm; the usual thickness of the phase change composite insulation layer 40mm-70mm.

所述相变复合保温层包括芯板3、覆裹在芯板表面的保温金属箔4和承装芯板的支撑连接箱5。The phase-change composite thermal insulation layer includes a core board 3 , an insulation metal foil 4 wrapped on the surface of the core board, and a supporting connection box 5 for supporting the core board.

所述芯板是由复合相变材料一体制成,一般为石膏基石蜡相变材料、膨胀珍珠岩基相变材料或EPS保温板作为基材相变材料。芯板包括中轴板3.1和对称分布在中轴板两侧的翅片板3.2,翅片状能够更好地实现相变材料的保温储能效果。所述支撑连接箱的包括钢格栅骨架5.1和分别满铺固定在钢格栅骨架前后两侧的两片混凝土拦截网5.2,用来防止制作过程中的混凝土灌入相变复合保温层而堵塞墙板内的空腔。所述支撑连接箱5与芯板3的尺寸相适应,同时支撑连接箱5与翅片板3.2之间的缝隙共同形成腔体7。The core board is integrally made of composite phase-change materials, generally gypsum-based paraffin phase-change materials, expanded perlite-based phase-change materials or EPS insulation boards as base material phase-change materials. The core plate includes a central axis plate 3.1 and finned plates 3.2 symmetrically distributed on both sides of the central axis plate. The fin shape can better realize the thermal insulation and energy storage effect of the phase change material. The supporting connection box includes a steel grid frame 5.1 and two pieces of concrete intercepting nets 5.2 that are respectively paved and fixed on the front and rear sides of the steel grid frame to prevent concrete from being poured into the phase-change composite insulation layer during the production process and blocked A cavity within a wall panel. The support connection box 5 is adapted to the size of the core plate 3, and the gap between the support connection box 5 and the fin plate 3.2 forms a cavity 7 together.

本实施例中所述钢格栅骨架5.1包括平行设置的两片格栅网片5.11和连接两片格栅网片四个角部的角柱连接杆5.12,所述格栅连接网片5.11由横纵交叉的钢筋焊接而成。所述钢格栅骨架5.1外壁前后两侧均布固定连接有相对格栅骨架垂直外伸的插接杆6,所述插接杆均固定连接在钢筋的横纵交叉位置处,插接杆6的布置间距为400mm×200mm,采用直径为6mm的钢筋。The steel grid skeleton 5.1 in this embodiment includes two grid mesh pieces 5.11 arranged in parallel and corner post connecting rods 5.12 connecting the four corners of the two grid mesh pieces. Welded vertically crossed steel bars. The front and rear sides of the outer wall of the steel grid frame 5.1 are evenly distributed and fixedly connected with plug-in rods 6 that extend vertically relative to the grid frame. The layout spacing is 400mm×200mm, and steel bars with a diameter of 6mm are used.

所述外叶板1和内叶板2分别通过插接杆6与支撑连接箱的前后两侧固定连接形成预制外墙板。所述插接杆6包括外叶插接杆6.1和内叶插接杆6.2,所述外叶插接杆6.1插入外叶板1内,插入深度为50mm-80mm,所述内叶插接杆6.2插入内叶板2内,插入深度为20mm-30mm。The outer blades 1 and the inner blades 2 are respectively fixedly connected to the front and rear sides of the supporting connection box through plug-in rods 6 to form prefabricated outer wall panels. The insertion rod 6 includes an outer leaf insertion rod 6.1 and an inner leaf insertion rod 6.2. The outer leaf insertion rod 6.1 is inserted into the outer leaf plate 1 with an insertion depth of 50mm-80mm. The inner leaf insertion rod 6.2 Insert into the inner leaf plate 2, the insertion depth is 20mm-30mm.

所述外叶板1和内叶板2前后对正,所述支撑连接箱5相对外叶板1和内叶板2朝宽度方向的一侧错位,使预制外墙板的宽度方向的两个端部相对应分别形成通长的凸头端8和凹槽端9。The outer blades 1 and the inner blades 2 are aligned front and rear, and the supporting connection box 5 is displaced toward one side in the width direction relative to the outer blades 1 and the inner blades 2, so that the two sides of the prefabricated outer wall panels in the width direction The ends are correspondingly formed with a long convex head end 8 and a groove end 9 respectively.

所述角柱连接杆5.12包括位于宽度方向上同侧的两根凸头端杆5.121和两根凹槽端杆5.122,所述凸头端杆5.121位于凸头的端部、与钢格栅骨架的外壁平齐,所述凹槽端杆5.122位于凹槽的端部、相对钢格栅骨架垂直外伸。凸头端杆5.121相对支撑连接箱的凸出高度与与插接杆6相对支撑连接箱的凸出高度可以相等。The corner post connecting rod 5.12 includes two protruding end rods 5.121 and two groove end rods 5.122 located on the same side in the width direction. The outer wall is flush, and the groove end rod 5.122 is located at the end of the groove and protrudes vertically relative to the steel grid skeleton. The protruding height of the protruding head end rod 5.121 relative to the supporting connection box can be equal to the protruding height of the relative supporting connection box with the insertion rod 6 .

所述混凝土拦截网5.2由冷拔钢丝制成。The concrete intercepting net 5.2 is made of cold-drawn steel wire.

所述保温金属箔4为铝箔或其他金属箔,本实施例中为铝箔。The thermal insulation metal foil 4 is aluminum foil or other metal foils, and in this embodiment it is aluminum foil.

本发明中的所有固定连接的方式均为焊接。All fixed connections in the present invention are welding.

这种钢格栅铝膜包裹相变材料的预制外墙板的连接结构,包括两片左右拼接的预制外墙板,所述拼接为榫卯拼接,将一片预制外墙板的凸头端插入另一片预制外墙板的凹槽端内,使凸头端杆与凹槽端杆贴合。This connection structure of prefabricated exterior wall panels with phase change material wrapped in steel grid aluminum film includes two left and right spliced prefabricated exterior wall panels, the splicing is mortise and tenon joint, and the protruding end of a prefabricated exterior wall panel is inserted into the In the groove end of another prefabricated exterior wall panel, make the protruding head end rod fit with the groove end rod.

这种钢格栅铝膜包裹相变材料的预制外墙板的制作方法,采用平模方式,制作步骤如下:The manufacturing method of this kind of prefabricated exterior wall panels with phase change materials wrapped in steel grid and aluminum film adopts the flat die method, and the manufacturing steps are as follows:

步骤一,按预制外墙板的设计尺寸制作芯板3;Step 1, making the core panel 3 according to the design size of the prefabricated exterior wall panels;

步骤二,在芯板3的外侧覆裹保温金属箔4;Step 2, wrapping the heat-insulating metal foil 4 on the outer side of the core board 3;

步骤三,按预制外墙板的设计尺寸制作支撑连接箱5,在制作支撑连接箱5时将芯板3放入支撑连接箱5内;Step 3, making the support connection box 5 according to the design size of the prefabricated exterior wall panels, and putting the core board 3 into the support connection box 5 when making the support connection box 5;

步骤四,安装预制墙板的模具,并对模具进行清理后涂抹脱模剂;Step 4, install the mold of the prefabricated wallboard, and apply a release agent after cleaning the mold;

步骤五,在模具的底层铺设内叶板的板体钢筋,然后浇筑内叶板混凝土形成内叶板,浇筑完成后振捣成型形成内叶板2;Step 5, laying the steel bars of the inner leaf plate on the bottom of the mold, then pouring the inner leaf plate concrete to form the inner leaf plate, and vibrating to form the inner leaf plate 2 after pouring is completed;

步骤六,将带有芯板3和保温金属箔4的支撑连接箱5放在内叶板混凝土上,同时使插接杆6插入到混凝土的指定位置;Step 6, place the supporting connection box 5 with the core plate 3 and the heat-insulating metal foil 4 on the concrete of the inner blade plate, and at the same time insert the connecting rod 6 into the designated position of the concrete;

步骤七,在支撑连接箱5的上方铺设外叶板的板体钢筋,然后浇筑外叶板混凝土,使插接杆插入到混凝土的指定位置,浇筑完成后振捣成型形成外叶板1;Step 7, laying the plate body reinforcement of the outer leaf plate above the supporting connection box 5, then pouring the outer leaf plate concrete, inserting the plug rod into the designated position of the concrete, and vibrating to form the outer leaf plate 1 after pouring is completed;

步骤八,自然养护24小时后当混凝土均达到强度要求后进行脱模。Step 8, after 24 hours of natural curing, when the concrete reaches the strength requirement, demoulding is carried out.

Claims (8)

1.一种钢格栅铝膜包裹相变材料的预制外墙板,包括尺寸相同的钢筋混凝土的外叶板(1)、钢筋混凝土的内叶板(2)和夹设在两者之间的相变复合保温层,其特征在于:所述相变复合保温层包括芯板(3)、覆裹在芯板表面的保温金属箔(4)和承装芯板的支撑连接箱(5);1. A prefabricated exterior wall panel with phase change materials wrapped in steel grid and aluminum film, including a reinforced concrete outer leaf plate (1) of the same size, a reinforced concrete inner leaf plate (2) and a sandwich between the two The phase-change composite thermal insulation layer is characterized in that: the phase-change composite thermal insulation layer includes a core board (3), an insulation metal foil (4) wrapped on the surface of the core board, and a supporting connection box (5) for supporting the core board ; 所述芯板是由复合相变材料一体制成,包括中轴板(3.1)和对称分布在中轴板两侧的翅片板(3.2),所述支撑连接箱的包括钢格栅骨架(5.1)和分别满铺固定在钢格栅骨架前后两侧的两片混凝土拦截网(5.2),所述支撑连接箱(5)与芯板(3)的尺寸相适应,同时支撑连接箱(5)与翅片板(3.2)之间的缝隙共同形成腔体(7);The core plate is integrally made of composite phase-change materials, including a central axis plate (3.1) and finned plates (3.2) symmetrically distributed on both sides of the central axis plate, and the supporting connection box includes a steel grid skeleton ( 5.1) and two pieces of concrete intercepting nets (5.2) that are respectively fixed on the front and rear sides of the steel grid skeleton. ) and the gap between the fin plate (3.2) together form a cavity (7); 所述钢格栅骨架(5.1)外壁前后两侧均布固定连接有相对格栅骨架垂直外伸的插接杆(6),所述外叶板(1)和内叶板(2)分别通过插接杆(6)与支撑连接箱的前后两侧固定连接形成预制外墙板;The front and rear sides of the outer wall of the steel grid frame (5.1) are evenly distributed and fixedly connected with plug-in rods (6) that extend vertically relative to the grid frame, and the outer blades (1) and inner blades (2) respectively pass through The insertion rod (6) is fixedly connected to the front and rear sides of the supporting connection box to form a prefabricated outer wall panel; 所述外叶板(1)和内叶板(2)前后对正,所述支撑连接箱(5)相对外叶板(1)和内叶板(2)朝宽度方向的一侧错位,使预制外墙板的宽度方向的两个端部相对应分别形成通长的凸头端(8)和凹槽端(9)。The outer blades (1) and inner blades (2) are aligned front and rear, and the supporting connection box (5) is misaligned toward one side of the width direction relative to the outer blades (1) and inner blades (2), so that The two ends in the width direction of the prefabricated exterior wall panels correspond to form a long protruding end (8) and a groove end (9). 2.根据权利要求1所述的钢格栅铝膜包裹相变材料的预制外墙板,其特征在于:所述钢格栅骨架(5.1)包括平行设置的两片格栅网片(5.11)和连接两片格栅网片四个角部的角柱连接杆(5.12),所述格栅连接网片(5.11)由横纵交叉的钢筋焊接而成。2. The prefabricated exterior wall panel with steel grid aluminum film wrapped phase change material according to claim 1, characterized in that: the steel grid skeleton (5.1) includes two grid mesh pieces (5.11) arranged in parallel And the corner post connecting rods (5.12) connecting the four corners of the two grid mesh pieces, the grid connecting mesh pieces (5.11) are welded by horizontal and vertical cross steel bars. 3.根据权利要求2所述的钢格栅铝膜包裹相变材料的预制外墙板,其特征在于:所述角柱连接杆(5.12)包括位于宽度方向上同侧的两根凸头端杆(5.121)和两根凹槽端杆(5.122),所述凸头端杆(5.121)位于凸头端的端部、与钢格栅骨架的外壁平齐,所述凹槽端杆(5.122)位于凹槽端的端部、相对钢格栅骨架垂直外伸。3. The prefabricated exterior wall panel with steel grid aluminum film wrapped phase change material according to claim 2, characterized in that: the corner post connecting rod (5.12) includes two protruding end rods located on the same side in the width direction (5.121) and two grooved end rods (5.122), the convex end rods (5.121) are located at the end of the convex end, flush with the outer wall of the steel grid skeleton, and the grooved end rods (5.122) are located The end of the groove end is vertically outstretched relative to the steel grid skeleton. 4.根据权利要求2所述的钢格栅铝膜包裹相变材料的预制外墙板,其特征在于:所述插接杆均固定连接在钢筋的横纵交叉位置处。4. The prefabricated exterior wall panel with phase change material wrapped in steel grid and aluminum film according to claim 2, characterized in that: the inserting rods are all fixedly connected at the horizontal and vertical intersections of steel bars. 5.根据权利要求1或4所述的钢格栅铝膜包裹相变材料的预制外墙板,其特征在于:所述插接杆(6)包括外叶插接杆(6.1)和内叶插接杆(6.2),所述外叶插接杆(6.1)插入外叶板(1)内,插入深度为50mm-80mm,所述内叶插接杆(6.2)插入内叶板(2)内,插入深度为20mm-30mm。5. The prefabricated exterior wall panel with steel grid aluminum film wrapped phase change material according to claim 1 or 4, characterized in that: the insertion rod (6) includes an outer leaf insertion rod (6.1) and an inner leaf The insertion rod (6.2), the outer leaf insertion rod (6.1) is inserted into the outer leaf plate (1), the insertion depth is 50mm-80mm, and the inner leaf insertion rod (6.2) is inserted into the inner leaf plate (2) Inside, the insertion depth is 20mm-30mm. 6.根据权利要求1所述的钢格栅铝膜包裹相变材料的预制外墙板,其特征在于:所述混凝土拦截网(5.2)由冷拔钢丝制成。6. The prefabricated exterior wall panel with steel grid aluminum film wrapped phase change material according to claim 1, characterized in that: the concrete intercepting net (5.2) is made of cold drawn steel wire. 7.根据权利要求1所述的钢格栅铝膜包裹相变材料的预制外墙板,其特征在于:所述复合相变材料为石膏基石蜡相变材料或膨胀珍珠岩基相变材料。7. The prefabricated exterior wall panel with steel grid aluminum film wrapped phase-change material according to claim 1, characterized in that: the composite phase-change material is a gypsum-based paraffin phase-change material or an expanded perlite-based phase-change material. 8.根据权利要求1-7任意一项所述的钢格栅铝膜包裹相变材料的预制外墙板的制作方法,采用平模方式,其特征在于,制作步骤如下:8. According to any one of claims 1-7, the manufacturing method of the prefabricated exterior wall panel with phase change material wrapped in steel grid and aluminum film adopts a flat mold method, and it is characterized in that the manufacturing steps are as follows: 步骤一,按预制外墙板的设计尺寸制作芯板(3);Step 1, making the core board (3) according to the design size of the prefabricated exterior wall board; 步骤二,在芯板(3)的外侧覆裹保温金属箔(4);Step 2, wrapping the heat-insulating metal foil (4) on the outer side of the core board (3); 步骤三,按预制外墙板的设计尺寸制作支撑连接箱(5),在制作支撑连接箱(5)时将芯板(3)放入支撑连接箱(5)内;Step 3, make the support connection box (5) according to the design size of the prefabricated exterior wall panel, and put the core board (3) into the support connection box (5) when making the support connection box (5); 步骤四,安装预制墙板的模具,并对模具进行清理后涂抹脱模剂;Step 4, install the mold of the prefabricated wallboard, and apply a release agent after cleaning the mold; 步骤五,在模具的底层铺设内叶板的板体钢筋,然后浇筑内叶板混凝土形成内叶板,浇筑完成后振捣成型形成内叶板(2);Step 5, laying the steel bars of the inner leaf plate on the bottom of the mold, then pouring the inner leaf plate concrete to form the inner leaf plate, and vibrating to form the inner leaf plate after pouring is completed (2); 步骤六,将带有芯板(3)和保温金属箔(4)的支撑连接箱(5)放在内叶板混凝土上,同时使插接杆(6)插入到混凝土的指定位置;Step 6, place the supporting connection box (5) with the core plate (3) and the heat-insulating metal foil (4) on the concrete of the inner leaf plate, and at the same time insert the insertion rod (6) into the designated position of the concrete; 步骤七,在支撑连接箱(5)的上方铺设外叶板的板体钢筋,然后浇筑外叶板混凝土,使插接杆插入到混凝土的指定位置,浇筑完成后振捣成型形成外叶板(1);Step 7: Lay the steel bars of the outer leaf plate on the top of the supporting connection box (5), then pour the outer leaf plate concrete, insert the plug rod into the designated position of the concrete, and vibrate and form the outer leaf plate after pouring is completed ( 1); 步骤八,自然养护24小时后当混凝土均达到强度要求后进行脱模。Step 8, after 24 hours of natural curing, when the concrete reaches the strength requirement, demoulding is carried out.
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